Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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A frame fixed at end 'D and free at end 'A' is shown in figure. The vertical
mm. Assume EI = 16.8 × 10³
deflection of the end A, when P = 20 kN is
kNm² (round off to two decimal places).
с
P
2m
2 m
A
6 m
D
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Transcribed Image Text:A frame fixed at end 'D and free at end 'A' is shown in figure. The vertical mm. Assume EI = 16.8 × 10³ deflection of the end A, when P = 20 kN is kNm² (round off to two decimal places). с P 2m 2 m A 6 m D
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